Greater Cincinnati/Northern Kentucky — International Airport (CVG) — Relocation of SR 20 around the facility — E.S. Wagner project photo

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GREATER CINCINNATI/NORTHERN KENTUCKY — INTERNATIONAL AIRPORT (CVG) — RELOCATION OF SR 20 AROUND THE FACILITY

Sector

Airport Construction

Client

Cincinnati/Northern Kentucky International Airport

Location

Hebron, KY

State

Kentucky

Status

Complete

By the Numbers

Metrics

700K CY

Excavation

20K CY

Structural Concrete

150K CY

Shot Rock Excavation

7,000 LF

24″ Sanitary Sewer (up to 35’ deep)

550 FT

Multi-Lane Auto Tunnel Constructed Under a New Runway

30K SF

MSE Wall

2

Bridges

2.3M LBS

Reinforcing Steel

Challenge

The schedule-critical relocation of SR 20 around CVG International Airport required ESW to complete a complex roadway, bridge, utility, and tunnel construction program within a non-negotiable 400-day timeframe. The challenge was intensified by massive rock excavation, stringent FAA requirements, and severe winter conditions, all while maintaining progress on a project supporting the airport’s ongoing expansion.

Solution

ESW self-performed the project’s major civil and structural work, leveraging innovative construction approaches, rigorous mass-concrete controls, and efficient project coordination to meet the airport’s 400- day schedule and stringent FAA requirements. .

Greater Cincinnati/Northern Kentucky — International Airport (CVG) — Relocation of SR 20 around the facility — E.S. Wagner project photo

Project Scope

E.S. Wagner served as the prime contractor for the 1.3-mile, schedule-critical relocation of Kentucky State Route 20 around the Greater Cincinnati/Northern Kentucky International Airport as part of the airport’s expansion. The project included more than 700,000 cubic yards of excavation, two 120-foot precast I-beam bridges, and over 7,000 feet of deep sanitary sewer installation. Its centerpiece was a 550-foot-long, four-lane tunnel engineered to support both roadway traffic and commercial aircraft loads above. Construction required extensive drilled shaft foundations, 2.3 million pounds of reinforcing steel, mechanically stabilized earth walls, and nearly 20,000 cubic yards of structural concrete, including multiple mass- concrete placements requiring strict temperature control. Despite a 400-day schedule and severe winter conditions, ESW completed the project on time in compliance with FAA requirements, earning the Kentucky Ready Mix Association’s “Excellence in Design” Award.

It was a pleasure to work with a company that was extremely knowledgeable, had the resources required to do the work, and refused to fail like this company. I only hope that should I have a project in the future with multiple problems, major schedule constraints, and significant concrete structures that E.S. Wagner will be there as the contractor.”

David Hunley, P.E., Vice President, Connico Incorporated

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